20011106 Ver 1_COMPLETE FILE_20010719

OF vvn14F9 micnaei r. rastey, governor
Q William G. Ross Jr., Secretary
0 y North Carolina Department of Environment and Natural Resources
? Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
August 13, 2001
Catawba County
- DWQ Project #: 011106
APPROVAL OF 401 Quality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules
Bridgewater IV, LLC
Post Office Box 3608
Mooresville, NC 28117
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to impact 185 linear feet of (104 feet
culverted) streams for road construction at Long Bay subdivision, Bridgewater V, LLC at Lake Norman, as you described in your
application dated July 17, 2001. After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3287. This certification allows you to use Nationwide Permit Number 39 when the Corps of Engineers issues it.
This approval is also valid for the Catawba River buffer rules (15A NCAC 2B.0243). In addition, you should get any other federal, state
or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater,
Non-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified below. If you
change your project, you must notify us and you may be required to send us a new application.. If the property is sold, the new owner
must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A ,.•?,
NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided
in the General Certification. For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and waters or areas within 50
feet of Lake Norman to notify the state in order to assure compliance for future wetland, water or buffer impact. These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later).
Deeds for all lots along Lake Norman shall have this condition placed on their deeds.
2. Stormwater shall be directed to flow at non-erosive velocities across the entire protected lake buffers.
3. The culvert pipe for the road crossing shall be placed below the streambed elevation in order to allow the movement of aquatic
species through the the pipe.
4. The relocated portion of stream channel shall be constructed with similar, dimensions, pattern, and profile as the existing
channel and shall be stabilized with native vegetation along the streambanks.
5. Stormwater from the roads and lot development shall be directed away from the Lake and not discharge directly into Lake
Norman. Stormwater flow shall be released as diffuse flow before entering the riparian buffer.
6. Upon completion of the project, the applicant shall complete and return the enclosed "Certification of Completion Form" to notify
DWQ that all the work included in the 401 Certification has been completed. The responsible party shall complete the attached
form and return it to the 401/Wetlands Unit of the Division of Water Quality.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
Wetlands/401 Unit 1650 Mail Service Center Raleigh,.NC 27699-1650 Ph: [phone] Fax: [phone]
a
A
ODE
Customer Service
1 800 623-7748
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Todd St John at 919-733-9646 or Pete Colw a II at our Mooresville Regional Office at 704-663-1699.
Pce go , P .
A ttachment
cc: Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
File copy
C tar 1FI
en ies
Mooresville Division of Land Resources
Todd St. John
Tamp Bandy; 11 South College Ave, Ste 203, Newton, NC 28658
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AUG-09-01 01:20 PM WNRC 8284653050
WetleAd aid
.:
Consul tspina.
! NC Dhislon of Waver Qpality
{. Actn Mr. John Dornry
.r • _i 2321 Culatrot Blvd.
Rd*h,'NC 27004-ZV
August 9,2001.
V? ?acsltnile: 919??33-689'
' . pages:
' ' Hard Copy; ' Via'U.$?S'C 4i;d ied MW Man. Receipt ('7099 UM .0.0% X728 +679)
Rye: . .
' `Btidgew`ater V, LLC, Lang Bay Subdivision , uast'ic r ?N
. • .? • • t . Q? . • .
DW W. Aomey:. ' .
h >! 440, today, the developer of the Loth Bay Suk?diviusion..0s. 404med that no
As per axis I
P 0 -0 V*
comniaa l aceesa $t tiCtu or.bOU'dodMlsilps Are to bt provided as a:n94ft` r j i* project
a.
Mrelopment. -All ?• #' oit;opan sRace Ore" within the 50 foot bu s?djacenlt to, l e. are to renaair?
!n 'a natural, vlegerllt te.as WudW.lu the Catawba County approved subdiv1l146,plais,' .
f - Thstnkyau fox ybur tfi'" e: ,gonsideradon: Please feel £rc?e calf with edditiorial;queationa or concerns.
My di= dial p6n+q;4*r if 828-312-9m
• 'pomp Bandy . • .
New(on'Ofte
11 Sough College Avo,•$uR$ 206'
FO BOX 224
Newton, NC 28068
828-465,?3035
wnoncOadcom x
P.01

W4 VAIS office
82.Aoplar Stroet
PO BOX 563
HOWWOOd, NC 28738
$28-464,66033
828-484,5033 FOX..
ymdncOaol,Oom
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Long Bay Subdivision c/o Bridgewater IV LLC County Catawba
Project Number 01 1106 County2
Recvd From APP Region Mooresville
Received Date 7/19/01 Recvd By Region
Project Type subdivision
Certificates Stream - Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
EM
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
39 Waters O ti O N F_ t 1-(75) wsty F F F- IF
B (,,A 30,832. F__ F_ r 104-.00 81.00
CSR F____OT-'QQN ?_ F___ F
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? QQ Y O N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? Q Y 0 N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 354100 Longitude (ddmmss) 805927
cc: Regional Off ice
Central Office Page Number 1
7/Z-4e)/
Draft - for Internal Review and Comments
Triage Check List
Date:
To: ?RRO Steve Mitchell Project Name
?FRO Ken Averitte DWQ Project Number k-t\ mo
?WaRO Deborah Sawyer County
?WiRO Joanne Steenhuis Comments due in Central Office by:
?WSRO Jennifer Frye
?ARO Mike Parker
R ete Co well
From: _ d b ?+rte?k+ Telephone (919) 733-
The file attached is being forwarded to you for your evaluation. Please call if you need
assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USGW topo maps
inimization/avoidance issues
? NW 14
gAe?p)
? Pond fill (is the pond drained or holding water)
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and acceptable?
Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concerns
Comments
Facility Name Long Bay Subdivision c/o Bridgewater IV LLC County Catawba

Project Number 01 1106 Regional Contact: Pete Colwell
Date: 8/6/2001
Comments (continued from page 1):
The applicant has also indicated that deed restrictions will be placed on the waterfront lots in order to
protect the riparian buffer. The applicant also indicated that there will be no additional impacts to
jurisdictional areas and that lots 62 and 63 may have to be relocated to avoid additional stream
impacts for lot access.
The MRO recommends that the 401 WQC be issued with the following conditions:
1) The culvert pipe for the road crossing shall be placed below the streambed elevation in order to
allow the movement of aquatic species through the the pine.
2) The relocated portion of stream channel shall be constructed with similar, dimensions, pattern, and
profile as the existing channel and shall be stabilized with native vegetation along the streambanks.
3) Stormwater from the roads and lot development shall be directed away from the Lake as much as
possible and released as diffuse flow before entering the riparian buffer.
41 Deed restrictions shall be placed on the remaining areas of jurisdictional streams. wetlands, and
buffers as indicated by the applicant,
cc: Regional Office
Central Office Page Number 2

Office Use Only: Form Version April
2001
USACE Action ID No. DWQ No. 01 1106
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving
the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not
required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation
of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Bridgewater IV, LLC
Mailing Address: PO Box 3608
Mooresville, North Carolina 28117
Telephone Number: 704-799-9770 Fax Number: 704-799-9789
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the
Agent has signatory authority for the owner/applicant.)
Name: Tamp Bandy
Company Affiliation: Wetland and Natural Resource Consultants. Inc.
Mailing Address: P.O. Box 224
11 South College Avenue. Suite 206
Newton, North Carolina 28658
Telephone Number: 828-312-9206 Fax Number: 828-465-3050
E-mail Address: [e-mail]
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as
towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development
plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and
north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be
included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map
and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be
included at the applicant's discretion, so long as the property is clearly defined. For administrative and
distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-
inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a
small scale such that the final version is illegible, the applicant will be informed that the project has been
placed on hold until decipherable maps are provided.
1. Name of project: Long Bay Residential Subdivision, Kale Road
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 4700-02-89-7481
4. Location
County: Catawba Nearest Town: Catawba
Subdivision name (include phase/lot number): Long Bay
Directions to site (include road numbers, landmarks, etc.): Site located adjacent to Kale Road (SR
1832) and Lake Norman, see attached Troutman USGS TopoOuad
5. Site coordinates, if available (UTM or Lat/Long): 35d41'0011N 8009'27"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
Describe the existing land use or condition of the site at the time of this application: Residential and
Agricultural
6. Property size (acres): approximately 126 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Catawba River (Lake Norman)
8. River Basin: Catawba
Describe the purpose of the proposed work: Construction of Access Road
List the type of equipment to be used to construct the project: typical heavy grading equipment
Describe the land use in the vicinity of this project: agricultural / residential
W. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this project
(including all prior phases of the same subdivision) in the past, please explain. Include the USACE
Action ID Number, DWQ Project Number, application date, and date permits and certifications were
issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful
information. Describe previously approved wetland, stream and buffer impacts, along with associated
mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior
segments of the same T.I.P. project, along with construction schedules. N/A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated
work, and provide justification for the exclusion of this work from the current application: N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands,
open water, and stream channels associated with the project. The applicant must also provide justification
for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed
herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all
streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are
proposed to these systems. Wetland and stream evaluation and delineation forms should be included as
appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly
for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is
needed for listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number

(indicate on
ma
Type of

Impact Area of

(acres) Impact Located within

100-year
Floodplain *
es/no Distance to

Nearest
Stream (linear
feet

Type of Wetland***

List each impact separately and identify temporary impacts. Impacts include, but are not limited to:
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list
impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal. Emergency Management Agency's (FEMA) Flood
Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the
FEMA Map Service Center at 1-800-358-9616, or online at h"://www.fema.gov.
***List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested
wetland, beaver pond, Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 1
Total area of wetland impact proposed: 0.08
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on

ma
Type of
Impact* Length of
Impact

(linear
feet

Stream Name** Average
Width of
Stream Before

Impact Perennial or

Intermittent?

(please specify)
Impact 1 culvert/rip-rap 104 UT to Catawba River 1.5 perennial
Impact 2 relocation 81 UT to Catawba River 1 intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts
and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include
linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions,
etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the
linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed
tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the
USGS at 1-800-358-9616, or online at www.usgs.gov. Several internet sites also allow direct download and
printing ofUSGS maps (e.g., www.topozone.com www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 185
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water
of the U.S.
Open Water
Impact
Site Number
indicate on ma
*
Type of Impact Area of

Impact
(acres)
Name of Waterbody
(if applicable) Type of Waterbody

(lake, pond, estuary,
sound, bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill,
excavation, dredging, flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be included
above in the wetland and stream impact sections. Also, the proposed pond should be described here
and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down
valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local
stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and financial
viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and
explain why these design options were not feasible. Also discuss how impacts were minimized once the
desired site plan was developed. If applicable, discuss construction techniques to be followed during
construction to reduce impacts.
Project designed to minimize impacts to channels. (see cover letter)
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of
Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands
or greater than or equal to 150 linear feet of total impacts to perennial streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits,
published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure
that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed
impact and function and relative value of the impacted aquatic resource will be considered in determining
acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be
appropriate and practicable include, but are not limited to: reducing the size of the project; establishing
and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and
replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving
similar functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order for
USACE or DWQ to consider the application complete for processing. Any application lacking a required
mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also
choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for
Stream Work in North Carolina, available at http://h2o.enr.state.ne.us/ncwetlands/strmgjde.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide as much
information as possible, including, but not limited to: site location (attach directions and/or map, if
offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed
(restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed
restrictions, conservation easement, etc.), and a description of the current site conditions and proposed
method of construction. Please attach a separate sheet if more space is needed.
Avoidance and minimization are offered as mitieation. Approximately 59 acres of the site will
be deeded as open space.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program
(NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to
pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved
before it can be used to satisfy mitigation requirements. Applicants will be notified early in the
review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For
additional information regarding the application process for the NCWRP, check the NCWRP website
at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the
appropriate box on page three and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the requirements of
the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure
whether a NEPA/SEPA document is required, call the SEPA coordinator at [phone] to review
current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of
the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWO OWY)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state
and local buffers associated with the project. The applicant must also provide justification for these
impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly
identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts
are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as
appropriate. Photographs may also be included at the applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A
NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer
Requirements), or other (please identify project has vested rights priore to adoption of Catawba
Mainstem Buffers Rules, however, impacts to buffer are minimal and have been minimized to the
maximum extent estimated less than 500 sp. ft. Impacts to buffer are necessary to avoid and
mjnimize impacts to stream channels on site. Project complies with WS-1V CA rules)?
Yes El No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is
required calculate the required amount of mitigation by applying the buffer multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of
Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment
into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within
15A NCAC 2B .0242 or.0260.:
M. Stormwater (DWO Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from the
property: 1myervious acreage does not exceed thresholds for NW39 WOC requirements.
MI. Sewage Disposal (DWO Only]
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater
generated from the proposed project, or available capacity of the subject facility: Approved Community
Sewage System
XIII. Violations (DWO Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ?No
Is this an after-the-fact permit application?
Yes ?No
MV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired construction
dates to allow processing time for these permits. However, an applicant may choose to list constraints
associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down
schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or
other issues outside of the applicant's control):
7 /7 6
Applicant/Ag ignature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
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SECTI?N A
NITIS,
CONCEPTUAL INTERMITTENT STREAM
RELOCATION DETAIL
JUL.-05-01 03:45 PM WNRC 8284653050 P.02
Department of the Army NC Division of Water Quality
Wilmington District, Corps of Engineers Attn: John Dorney
Attn: G. Wayne Wright, Chief Regulatory Division 2321 Crabtree Blvd.
P.O. Box 1890 Raleigh, North Carolina 27604
Wilmington, North Carolina 28402-1890
I, the current landowner of the property Identified below, hereby authorize Wetland and Natural
Resource Consultants, Inc. to act on my behalf as my agent during the processing of permits to
Impacted Wetlands and Waters of the U.S. that are regulated by the Clean Water Act and the
Rivers and Harbors Act.
Federal and State agents are authorized to be on said property when accompanied by Wetland and
Natural Resource Consultants, Inc. staff.
Wetland and Natural Resource Consultants, Inc. is authorized to provide supplemental
Information needed for permit processing at the request of the Corps or DWQ.
Property Owner of Record:
Address:
Phone Number:
Property Location:
Owners Signature:
Date:
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P. (D. (?C)?. Leo
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Copyright (C) 1997, Maptech, Inc.
SHEET NUMBER 27
(Joins sheet 20) 271t
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'CnB2 (Joins sheet 36) 1410
INTERMITTENT CHANNEL
EVALUATION FORM
Action ID:
Applicant Name: Bridgewater Co.
Date: 6/14/01
Proposed Work in Channel (i.e., culvert, relocation, etc): road crossing
Waterbody: UT to Ball Creek River Basin:Catawba
County / City: Catawba / Long Island
Recent Weather Conditions: heavy rain day before
p_ SP
® ?
® ?
® ?
? ?
® ?
? ?
® ?
® ?
® ?
® ?
® ?
® ?
® ?
® ?
® ?
® ?
® ?
® ?
P = Present
NP Observation
1-1
Comments or Description
fish / shellfish / crustaceans
Benthic macro invertibrates
Amphibians present/breeding
Algae and/or fungus (water quality functions)
wildlife channel use (ie. Tracks, feces, shells)
federal protected species present (discontinue)
riffle / pool structure
Stable streambanks
Channel substrate (gravel, cobble, sand, etc.)
Riparian canopy present (SP = +/- 50%)
Undercut banks/instream habitat structure
Flow in channel
Wetlands adjacent to/contiguous (discontinue) near confluence with river
Persistent pools/saturated bottom (June-Sept)
Seeps/groundwater discharge (June-Sept)
Adjacent floodplain present
Wrack material or drift lines
Hydrophytic vegetation in/adjacent to channel
SP = Strongly Present NP = Not Present
Important to Domestic Water Supply? Yes ® No ?
Does Channel Appear on a USGS Quad or Soils Map? Yes ® No ?
Notes: CH 100-109, shows on both maps
Determination:
Perennial Channel (stop) Important Channel: LF
Intermittent Channel (proceed) Unimportant Channel: LF
Ephemeral Channel (no juris.) (attach map indicating location of important / unimportant channel)
Ditch Through Upland (no juris.)
Project Manager Initials:
Evaluator's Signature:
(if other than C.O.E. project manager)
INTERMITTENT CHANNEL
EVALUATION FORM
Action ID:
Applicant Name: Bridgewater Co.
Date: 6/14/01
Proposed Work in Channel (i.e., culvert, relocation, etc): road crossing
Waterbody: UT to Ball Creek River Basin:Catawba
County / City: Catawba / Long Islan
d
Recent Weather Conditions: heavy rain day before
P SP
? ?
? ?
? ?
? ?
® ?
® ?
® ?
® ?
? ?
® ?
® ?
P = Present
NP Observation

Comments or Description
fish / shellfish / crustaceans crayfish holes
Benthic macro invertibrates
Amphibians present/breeding
Algae and/or fungus (water quality functions)
wildlife channel use (ie. Tracks, feces, shells)
federal protected species present (discontinue)
riffle / pool structure
Stable streambanks
Channel substrate (gravel, cobble, sand, etc.)
Riparian canopy present (SP =+/- 50%)
Undercut banks/instream habitat structure
Flow in channel only near confluence, mostly dry
Wetlands adjacent to/contiguous (discontinue)
Persistent pools/saturated bottom (June-Sept)
Seeps/groundwater discharge (June-Sept)
Adjacent floodplain present
Wrack material or drift lines
Hydrophytic vegetation in/adjacent to channel
SP = Strongly Present NP = Not Present
Important to Domestic Water Supply? Yes ® No ?
Does Channel Appear on a USGS Quad or Soils Map? Yes ® No ?
Notes: CH 200, shows on soil may only
Determination:
Perennial Channel (stop) Important Channel: LF
Intermittent Channel (proceed) Unimportant Channel: LF
Ephemeral Channel (no juris.) (attach map indicating location of important / unimportant channel)
Ditch Through Upland (no juris.)
Project Manager Initials:
Evaluator's Signature:
(if other than C.O.E. project manager)
Delineation Performed by: Wetland and Natural Resource Consultants, Inc.
PO Box 224
Newton, NC 28658
Phone: [phone] Fax: [phone]
WETLAND DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Longbay Subdivision Date: 6/14/01
Applicant/Owner: Bridgewater Co. County: Catawba
Investigator: Tamp Bandy and Christopher Huysman State: North Carolina
Do normal circumstances exist on the site? Yes Community ID:Wetland
Is the site significantly disturbed? No Transit ID:
(Atypical situation)
Is the area a potential problem area? No Plot ID:
(If needed, explain on reverse.)
VEGETATION
1. Woodwardia areolata fern OBL 9.
2. Carex spp. Sedge FACW 10.
3. Comus amomum Tree FACW+ 11.
4. Boehmeria cylindricca herb FACW+ 12. _
5. Acer rubrum tree FAC 13. _
6. 14. _
7. 15. _
8. 16. _
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 100 %
Remarks:
HYDROLOGY
Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
x No Recorded Data Available
Field Observations:
Depth of Surface Water: _0_ (in.)
Depth to Free Water in Pit: _ 11_ (in.)
Depth to Saturated Soil: _10_ (in.)
Wetland Hvdroloqv Indicators:
Primarv Indicators:
Inundated
x_ Saturated in Upper 12 Inches
x_ Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required)
x_ Oxidized Root Channels in
Upper 12 Inches
x_ Water-Stained Leaves
Local Soil Survey Data
x_ FAC Neutral Test
Other (explain in remarks)
Remarks:
WIdata.frm/CH-1004
^ 1
SOILS
Map Unit Name
(Series and Phase): Worsham
Taxonomy (Subgroup):
Profile Description:
Project # BC-1001
Drainage Class: poorly drained
Field Observations:
Confirm Mapped Type?
Depth Matrix Color Mottle Colors Mottle
(ins.) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast
0-9 Al 10YR 4/1
9-30 Bg1 10YR 6/1
Texture. Concretions,
Structure etc.
fine sandy loam
sandy clay loam
Hydric Soil Indicators:
Histosol
Histic Epipedon
x Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
_x_ Gleyed or Low-Chroma Colors
Remarks:
Wetland Determination
(yes or no)
x Concretions
High Organic Content in Surface Layer in Sandy Soil
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List **
_x Listed on National Hydric Soils List
Other (explain in remarks)
Hydrophytic Vegetation Present? yes
Wetland Hydrology Present? yes
Hydric Soils Present? yes
Is This Sampling Point Within a Wetland? yes
Remarks: WL 2000-2006 and WL 2100-2106
WLdata.frm/CH-1004
/
Delineation Performed by: Wetland and Natural Resource Consultants, Inc.
PO Box 224
Newton, NC 28658
Phone: [phone] Fax: [phone]
WETLAND DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Long Bay Subdivision Date: 6/14/01
Applicant/Owner: Bridgewater Co County: Catawba
Investigator: Tamp Bandy and Chris Huysman State: North Carolina
Do normal circumstances exist on the site?
Is the site significantly disturbed?
(Atypical situation)
Is the area a potential problem area?
(If needed, explain on reverse.)
VEGETATION
1. Quercas albs
2. Quercas rubra
3. Comus florida
4. Lonicera japonica
5. Toxicodendron quercifolia
6. Juniperus virginiana
7. Fagus grandifolia
8. Carya ovata
Yes Community ID: Non-Wetland
No Transit ID:
No Plot ID:
tree FACU 9.
tree FACU 10.
tree FACU 11.
vine FAC- 12.
vine FACU 13.
tree FACU- 14.
tree FACU 15.
tree FACU 16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): O %
Remarks:
HYDROLOGY
Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
x No Recorded Data Available
Field Observations:
Depth of Surface Water: _0_ (in.)
Depth to Free Water in Pit: > 60 (in.)
Depth to Saturated Soil: > 60 (in.)
Remarks:
Wetland Hvdroloov Indicators:
Primarv Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required)
Oxidized Root Channels in
Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
FAC Neutral Test
Other (explain in remarks)
WLdata.frm/CH-1004
SOILS
Map Unit Name
(Series and Phase): Pacolet
Taxonomy (Subgroup):
Profile Description:
Project # BC-1001
Drainage Class: well drained
Field Observations:
Confirm Mapped Type? yes
Catawba County Soil Survey
Depth Matrix Color Mottle Colors Mottle
(ins.) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast
0-6 Al 7.5YR 5/4
6-8 131 5YR 5/8
8-26 132t 2.5YR 4/8
26-35 B3 2.5YR 5/8
Texture. Concretions,
Structure etc.
gravelly fine sandy loam
gravelly sandy clay loam
clay loam
sandy clay loam
Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions'
Gleyed or Low-Chroma Colors
Remarks:
Concretions
High Organic Content in Surface Layer in Sandy Soil
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List **
Listed on National Hydric Soils List
Other (explain in remarks)
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present? no
Wetland Hydrology Present? no
Hydric Soils Present? no
Is This Sampling Point Within a Wetland? no
Remarks:
WLdata.frm/CH-1004
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' ~ j j I i j I PVI ST~ = 1322.56 ! i i i i , i I , , i i i l i i I I I r . I i r - i - I I I A.O. - 7.00 I HIGH POINT QQTA = ~1+ i i i
I ~ i _ PVI V I ' I ~ ' ELE 85.27 , - t _ 840 ---i -1-- - - - - I I ~ - - ~ ~ - - I ~ - - - - - - - - - , i I I , ! ' ~ ~ I I I I I I - t ~ A.D ~ _ -1412 -a - ~ - fi- - ~ I ____L i LOW QOINT ELEV ¦ 8b4 82 ~ ' LOW ~OINT E4EV - 805.00 ~ ~ K - 21.43 I _ _ . - _ t~1A-STl4~-? --~---_.l - - ~ ~ !LOW PAINT ST' ~ 1842.67 I ' _ + I A _ i I LOW POINT S~iTA = 2~+50 I ~ - - - - ~ - r ~ - - - - ;
I 1 I ~ I i I I ~ ~ I I ! 1 ~ , ~ ' ' . I ~ ~ I ~ i I . i I I i K1= 42. I i j P~ ELEV':- 815.00 i ; I i 1 ~ i. i F~VI STA F 18+5b i ' = i- I I qVl STA ~ 23+50 ; I ~ I i i i ~
~ i I ! i ' i ! I II . 'I i ~ i i I I i I i I ; I i ~ ~ ~ I I I ~ I I I _ _ _ r r ~ _ _ - -I---- i 1 _ -r__ _ _I__ _ . -C _ _ ~ _ ~ - - - ~ - - 8p0:OfT' VC- - - - - ~ r I ~ I A.D. 10.00 ~ I ~ ~ ~ I ( i ~ I PVI ELEV 1= 802.0 I i _ ~ I ~ PSI ELEV 802.0 ; " j i ~
i I I I I, I i I I ~ I i j { j I i i I i i i ~ j ' I I I A.D. ~ 9.32 I A.D, q 10.00 ~ I a ~ - I i ~ ~ I i I A ~ ~ i i
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Location: PUBLICATION OR REUSE OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST BE WITH THE WRITTEN CONSENT OF B.K. BARRINGER & A071001 NGER & ASSOCIATES, P.A. Owner: Approved: Date of Issue: o 4 Sheet